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European Technical Assessment ETA - 1 9 / 0 5 5 6
English translation prepared by CSTB
Table C14: Continued
Size
Setting position
Effective
h
ef
anchorage depth
Concrete cone failure and splitting failure
HSL4, HSL4-G, HSL4-B, HSL4-SK
R30 N
Characteristic
R60 N
resistance
R90 N
≥C20/25
R120 N
Spacing
Edge distance
Size
Setting position
Effective
h
ef
anchorage depth
Concrete cone failure and splitting failure
HSL4, HSL4-G, HSL4-B, HSL4-SK
R30 N
Characteristic
R60 N
resistance
R90 N
≥C20/25
R120 N
Spacing
Edge distance
In absence of other national regulations the partial safety factor for resistance under fire exposure γM,fi = 1,0 is
recommended.
Hilti heavy duty anchor HSL4
Performances
Characteristic resistance of tension load resistance under fire resistance
M8
[mm]
60
80
[kN]
Rk,c,fi
[kN]
Rk,c,fi
[kN]
5,0
10,3
Rk,c,fi
[kN]
4,0
8,2
Rk,c,fi
s
[mm]
240
320
cr,N
c
[mm]
120
160
cr,N
M16
[mm]
100
125
[kN]
Rk,c,fi
[kN]
Rk,c,fi
[kN]
18,0
31,4
Rk,c,fi
[kN]
14,4
25,2
Rk,c,fi
s
[mm]
400
500
cr,N
c
[mm]
200
250
cr,N
M10
100
70
90
18,0
7,4
13,8
14,4
5,9
11,1
400
280
360
200
140
180
M20
150
125
155
49,6
31,4
53,8
39,7
25,2
43,1
600
500
620
300
250
310
Page 27 of 29 | 0 3 / 0 6 / 2 0 2 1
M12
110
80
105
22,8
10,3
20,3
18,3
8,2
16,3
440
320
420
220
160
210
M24
185
150
180
83,8
49,6
78,2
67,0
39,7
62,6
740
600
720
370
300
360
Annex C13
130
34,7
27,7
520
260
210
115,0
92,0
840
420
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